view artifacts/src/main/resources/messages_en.properties @ 8349:7341bebc79d0

Let injectors be strictly distinct from each other and give more meaningful names (they know what they do, not where they will be used. The latter is configuration).
author Tom Gottfried <tom@intevation.de>
date Wed, 01 Oct 2014 12:23:39 +0200
parents 99912f51468d
children 1fa50d6a909b
line wrap: on
line source
false=Nein
true=Ja

state.winfo.river = River
state.winfo.calculation_mode = Calculation Mode
state.winfo.location_distance = Location or distance selection
state.winfo.wq = Input for W/Q data
state.winfo.wq_adapted = Input for W/Q data
state.winfo.location = Choose the location
state.winfo.distance = Choose the range
state.winfo.distance_only = Range selection
state.winfo.uesk.wsp = Choose the waterlevel
state.winfo.uesk.dgm = Digital Terrain Model
state.winfo.uesk.profiles = Interpolated Profiles
state.winfo.uesk.floodplain = Lateral Boundary
state.winfo.uesk.differences = Differences between waterlevel and terrain
state.winfo.uesk.scenario = Flood Plain / Scenario
state.winfo.uesk.dc-hws = HWS
state.winfo.uesk.user-rgd = User defined shapefiles
state.winfo.uesk.barriers = Digitized HWS
state.winfo.waterlevel_pair_select = Chosen Differences
state.winfo.historicalq.reference_gauge = Selection of Gauge
state.winfo.historicalq.timerange = Selection of Evaluation time
state.winfo.historicalq.mode = Selecion of analyses
state.winfo.reference.curve.input.start = Chosen Reference
state.winfo.reference.curve.input.end = Chosen Evaluation
state.winfo.function_select = Chosen Function
state.winfo.extreme.percent = Distance to last extreme in percent
state.winfo.extreme.qinput = Input of Q data
state.fix.river = River
state.fix.calculation.mode = Calculation Mode
state.fix.location = Distance
state.fix.period = Period
state.fix.gaugerange = Gaugerange
state.fix.eventselect = Event selection
state.fix.analysis.referenceperiod = Reference period
state.fix.analysis.analysisperiods = Analysis period
state.fix.analysis.function = Function
state.fix.analysis.preprocessing = Outliers
state.fix.preprocess=use outlier test
state.fix.vollmer.function=Function
state.fix.vollmer.preprocessing = Outliers
state.fix.vollmer.qs = Input for W/Q data

state.minfo.river = River
state.minfo.calculation_mode = Calculation Mode
state.minfo.distance_only = Range selection
state.minfo.dischargestate = Selection of discharge state and channel
state.minfo.sq.location=Location
state.minfo.sq.period=Periods
state.minfo.sq.outliers=Tolerance
state.minfo.sq.outlier-method=Outliertest
state.minfo.bed.year_epoch=Year/Epoch
state.minfo.bed.difference_select=Differences
state.minfo.year=Year
state.minfo.epoch=Epoch
state.minfo.bed.location = Location/Distance
state.minfo.bed.periods = Periods
state.minfo.bed.char_diameter = Characteristic Diameter
state.minfo.soundings = Choose Soundings
state.minfo.sediment.load.location = Range
state.minfo.sediment.load.year_epoch = Year/Epoch
state.minfo.sediment.load.epochs = Epochs
state.minfo.sediment.load.period = Years
state.minfo.sediment.load.off_epochs = off. Epochs
state.minfo.sediment.load.unit = Unit
state.minfo.sediment.load.t_per_a = (t/a)
state.minfo.sediment.load.m3_per_a = (m\u00b3/a)
state.minfo.sediment.load.sq_interval = Load-Discharge Relation
state.minfo.off_epoch = off. Epochs
state.minfo.t_per_a = t/a
state.minfo.m3_per_a = m\u00b3/a

year=Year
epoch=Epoch
off_epoch = off. Epochs
soundings = Soundings / Epochs
t_per_a = t/a
m3_per_a = m\u00b3/a

historical.mode.w = Waterlevel Analyse
historical.mode.q = Discharge Analyse
historical_discharge.wq.curve_range = Discharge Curve {0,date,medium} - {1,date,medium}
historical_discharge.wq.curve_since = Discharge Curve {0,date,medium}

calc.surface.curve = Water Level/Surface Curve
calc.flood.map = Flood Plain
calc.discharge.curve = State Discharge Curve/Stage Discharge Relation
calc.duration.curve = Duration Curve
calc.discharge.longitudinal.section = W for userdefined Discharge
calc.w.differences = Differences
calc.historical.discharge.curve = Historical Discharge Curve
calc.reference.curve = Reference Curve
calc.extreme.curve = Extreme Curves
calc.fixation.default = Fixation
calc.fixation.vollmer = Balanced Waterlevel
calc.bed.middle = Middle Bed Height
calc.bed.diff = Bed Height Difference
calc.bed.quality = Bed Quality
calc.sediment.load = Sediment Load
calc.flow.velocity = Flow Velocity
calc.sq.relation = Load Discharge Relation
calc.bed.d90 = D90
calc.bed.d84 = D84
calc.bed.d80 = D80
calc.bed.d75 = D75
calc.bed.d70 = D70
calc.bed.d60 = D60
calc.bed.d50 = D50
calc.bed.d40 = D40
calc.bed.d30 = D30
calc.bed.d25 = D25
calc.bed.d20 = D20
calc.bed.d16 = D16
calc.bed.d10 = D10
calc.bed.dm = dm
calc.bed.dmin = Dmin
calc.bed.dmax = Dmax
calc.bed.dmid = Dmid

calculation.analysis = Fixinganalysis
calculation.vollmer = relocated Waterlevel Calculation

state.chart.river = River
state.chart.type = Charttype
state.chart.km = Kilometer

chart.new.durationcurve = Duration Curve
chart.new.computeddischargecurve = Discharge Curve
chart.new.longitudinal_section = Longitudinal Section
chart.new.w_differences = Differences
chart.new.crosssection = Cross Section

cross_section = Cross Section

reference_curve = Reference Curve
reference_curve_normalized = Normalized Reference Curve

scenario.current = Current
scenario.potentiel = Potentiel
scenario.scenario = Scenario

floodplain.option = Use Floodplain?
floodplain.active = Activ
floodplain.inactive = Inactiv

outlier.method.grubbs=Grubbs
outlier.method.std-dev=Residual standard error

river = River
calculation_mode = Calculation Mode
ld_locations = Location(s)
main_channel = Main channel
total_channel = Total channel

chart.cross_section.title = Cross Section for river {0}
chart.cross_section.subtitle = {0}-km: {1,number,#.###}
chart.cross_section.xaxis.label = Distance [m]
chart.cross_section.yaxis.label = W [{0}]

chart.longitudinal.section.title = W-Longitudinal Section
chart.longitudinal.section.subtitle = Range: {0}-km {1,number,#.###} - {2,number,#.###}
chart.longitudinal.section.shortsubtitle = {0}
chart.longitudinal.section.locsubtitle = {0} km {1,number,#.###}
chart.longitudinal.section.xaxis.label = {0}-km
chart.longitudinal.section.yaxis.label = W [{0}]
chart.longitudinal.section.yaxis.second.label = Q [m\u00b3/s]
chart.longitudinal.annotations.label = {0}.km
chart.discharge.curve.title = Discharge Curve
chart.discharge.curve.xaxis.label = Q [m\u00b3/s]
chart.discharge.curve.yaxis.label = W [cm]
chart.discharge.curve.curve.valid.from = {0} (valid from {1,date,short})
chart.discharge.curve.curve.valid.range = {0} (valid from {1,date,short} - {2,date,short})
chart.computed.discharge.curve.title = Discharge Curve
chart.computed.discharge.curve.subtitle = {0}-km: {1,number,#.###}
chart.computed.discharge.curve.yaxis.label = W [{0}]
chart.computed.discharge.curve.curve.label = Discharge Curve {0} km {1}
chart.computed.discharge.curve.gauge = current DC {0} {1} - {2}
chart.duration.curve.title = Duration Curve
chart.duration.curve.subtitle = {0}-km: {1,number,#.###}
chart.duration.curve.xaxis.label = Duration of Non-Exceedence [Days]
chart.duration.curve.yaxis.label = W [NN + m]
chart.duration.curve.curve.w = Waterlevel duration curve for {0} (km: {1})
chart.duration.curve.curve.q = Discharge duration curve for {0} (km: {1})
chart.historical.discharge.title = Historical Discharge Curves for Gauge {0}
chart.historical.discharge.subtitle = Gauge {0} {1,date,medium} - {2,date,medium}
chart.historical.discharge.xaxis.label = Time
chart.historical.discharge.yaxis.second.label = Q [m\u00b3/s]
chart.historical.discharge.yaxis.label = W [cm]
chart.historical.discharge.wq.title = Discharge Curves
chart.historical.discharge.wq.subtitle = Gauge {0}
chart.historical.discharge.wq.xaxis.label = Q [m\u00b3/s]
chart.historical.discharge.wq.yaxis.label = W [cm]

chart.reference.curve.title = Reference Curve
chart.reference.curve.subtitle = {0}

chart.fixings.analysis.title = Longitudinal section at km {0}
chart.fixings.wq.subtitle=River: {0}; Range: {1,date,short} to {2,date,short}; Reference period: {3,date,short} to {4,date,short}
chart.fixings.wq.subtitle1={0,date,short} to {1,date,short}

chart.fixings.derivedcurve.title = Derived curve at km {0}
chart.fixings.deltawt.title = Differences from fitted curve at km {0}
chart.fixings.wq.title = Fixings Analysis at km {0}
chart.fixings.wq.yaxis.label = W [{0}]

chart.extreme.wq.yaxis.label = W [{0}]

chart.reference.curve.x.axis.in.cm = Reference Gauge(s) [cm]
chart.reference.curve.x.axis.in.m = Reference Station [NN + m]
chart.reference.curve.y.axis.in.cm = Target Gauge(s) [cm]
chart.reference.curve.y.axis.in.m = Target Station(s) [NN + m] 

chart.normalized.reference.curve.title = Reduced Reference Curve

chart.w_differences.title = Differences
chart.w_differences.subtitle = {0}
chart.w_differences.yaxis.label = m
chart.w_differences.yaxis.second.label = W [NN + m]

chart.bedquality.title=Bed Longitudinal Section
chart.bedquality.xaxis.label={0}-km
chart.bedquality.yaxis.label.diameter = Diameter [mm]
chart.bedquality.yaxis.label.porosity=Porosity [%]
chart.bedquality.yaxis.label.density=Density [t/m\u00b3]

chart.bedheight_middle.section.title=Middle Bed Height
chart.bedheight_middle.section.yaxis.label=middle Bed Height [{0}]
chart.bedheight_middle.sounding.yaxis.label=Sounding Width [m]

meta.bedheight.year = Year
meta.bedheight.type = Type
meta.bedheight.cur.elevation = Current elevation model
meta.bedheight.old.elevation = Old elevation model
meta.bedheight.sounding.width = Sounding width
meta.bedheight.range = Range
meta.bedheight.location.system = Location system
meta.bedheight.evalby = Evaluated by
meta.bedheight.river.elevation = River elevation model

chart.flow_velocity.section.title=Geschwindigkeit- und Schubspannung
chart.flow_velocity.section.yaxis.label=Speed v [m/s]
chart.flow_velocity.section.yaxis.second.label=Bottom shear stress [N/m\u00b2]

chart.sq_relation.xaxis.label = Discharge [m\u00b3/s]
chart.sq_relation.yaxis.label = Transport [kg/s]
chart.sq_relation_a.title = Feinkornanteil
chart.sq_relation_b.title = Sand (Suspensionstransport)
chart.sq_relation_c.title = Sand (Geschiebetransport)
chart.sq_relation_d.title = Fein- und Mittelkies
chart.sq_relation_e.title = Grobkornanteil (> Mittelkies)
chart.sq_relation_f.title = Geschiebetransport gesamt
facet.sq_relation.curve = Potenziell (Geschiebedaten)
facet.sq_relation.measurements = Geschiebedaten
facet.sq_relation.static_data = {0} to {1}
facet.sq_relation.outliers = Ausrei\u00dfer Durchgang {0}
facet.sq_relation.outlier.curve = Potenziell Durchgang {0}
facet.sq_relation.outlier.measurement = Geschiebedaten Durchgang {0}

sedimentdensity = sediment density
coarse = Coarse gravel
sand = Sand
fine_middle = Fine/Mid. gravel
susp_sand = Susp. Sand
susp_sand_bed = Bed. part Susp.Sand
suspended_sediment = Sediment
total = Total load

chart.sedimentload.ls.title = Sediment load
chart.sedimentload.ls.xaxis.label = km
chart.sedimentload.ls.yaxis.label.diff = [t/a]

facet.sedimentload.prefix.offcial = Official epoch : 
facet.sedimentload.coarse = Coarse gravel - {0} [{1}]
facet.sedimentload.fine_middle = Fine/Mid. gravel - {0} [{1}]
facet.sedimentload.sand = Sand - {0} [{1}]
facet.sedimentload.susp_sand = Suspended sand - {0} [{1}]
facet.sedimentload.susp_sand_bed = Bed. part suspended sand - {0} [{1}]
facet.sedimentload.suspended_sediment = Suspended sediment - {0} [{1}]
facet.sedimentload.total = Total load (from database) - {0} [{1}]
facet.sedimentload.bed_load = Bed load (from database) - {0} [{1}]
facet.sedimentload.suspended_load = Suspended load (from database) - {0} [{1}]
facet.sedimentload.calc.total = Total load (calculated) - {0} [{1}]
facet.sedimentload.calc.bed_load = Bed load (calculated) - {0} [{1}]
facet.sedimentload.calc.bed_load_susp_sand = bed building load (calculated) - {0} [{1}]

minfo.sedimentload.no.data = No sediment load data available
sedimentload.missing.fraction.coarse = Missing fraction coarse gravel - {0}
sedimentload.missing.fraction.fine_middle = Missing fraction fine/mid. gravel - {0}
sedimentload.missing.fraction.sand = Missing fraction sand - {0}
sedimentload.missing.fraction.susp_sand = Missing fraction suspended sand - {0}
sedimentload.missing.fraction.susp_sand_bed = Missing fraction bed. part suspended sand - {0}
sedimentload.missing.fraction.suspended_sediment = Missing fraction suspended sediment - {0}
sedimentload.missing.fraction.total = Missing fraction total load - {0}
sedimentload.missing.fraction.bed_load = Missing fraction bed load - {0}
sedimentload.missing.fraction.bed_load_susp_sand = Missing fraction bed building load - {0}

facet.longitudinal_section.annotations = POIs
facet.discharge_curves.mainvalues.q = Q (main values)
facet.discharge_curves.mainvalues.w = W (main values)
facet.w_differences = {0} - {1}
facet.w_differences.raw = {0} - {1} (raw)
historical_discharge.mainvalues.q = Q Main Values
historical_discharge.mainvalues.w = W Main Values
facet.flow_velocity.model.mainchannel = Mainchannel {0}
facet.flow_velocity.model.totalchannel = Totalchannel {0}
facet.flow_velocity.model.tau = Bottom shear stress {0}
facet.flow_velocity.model.q = Q {0}
facet.flow_velocity.mainchannel = v Mainchannel at {0}
facet.flow_velocity.discharge = Discharge at {0}
facet.flow_velocity.totalchannel = v Totalchannel at {0}
facet.flow_velocity.tauchannel = Bottom shear stress Mainchannel at {0}
facet.flow_velocity.mainchannel.raw = v Mainchannel at {0} (raw)
facet.flow_velocity.totalchannel.raw = v Totalchannel at {0} (raw)
facet.flow_velocity.tauchannel.raw = Bottom shear stress Mainchannel at {0} (raw)
facet.flow_velocity.velocity = V {0}
facet.flow_velocity.waterlevel = Waterlevel {0}
facet.bedheight_middle.single = Bed Height {0,number,####}
facet.bedheight_middle.epoch = Bed Height Epoch {0,number,####} - {1,number,####}
facet.bedquality.bed.porosity.toplayer = Porosity ({0,date} - {1,date}) ({2})
facet.bedquality.bed.porosity.sublayer = Porosity ({0,date} - {1,date}) ({2})
facet.bedquality.bed.density.toplayer = Density ({0,date} - {1,date}) ({2})
facet.bedquality.bed.density.sublayer = Density ({0,date} - {1,date}) ({2})
facet.bedquality.bed.diameter.toplayer = {0}_Bed ({1,date} - {2,date}) ({3})
facet.bedquality.bed.diameter.sublayer = {0}_Bed ({1,date} - {2,date}) ({3})
facet.bedquality.bed.diameter.data.toplayer = {0} Bed ({1,date} - {2,date}) ({3}) - measurements
facet.bedquality.bed.diameter.data.sublayer = {0} Bed ({1,date} - {2,date}) ({3}) - measurements
facet.bedquality.bedload.diameter.data = {0} Bedload - measurements
facet.bedquality.bedload.diameter = {0}_Bedload
bedquality.toplayer = 0.0m - 0.3m
bedquality.sublayer = 0.1m - 0.5m
facet.bedheight.diff.year = Bedheight Difference {0}
facet.bedheight.sounding_width = Sounding Width ({0})
facet.bedheight.diff.sounding = sounding Width
facet.bedheight.diff.height1 = Original Height Minuend {0}
facet.bedheight.diff.height2 = Original Height Subtrahend {0}
facet.bedheight.diff.morph1 = Morph. active width minuend
facet.bedheight.diff.morph2 = Morph. active width subtrahend
facet.bedheight.diff.absolute = Bedheight Difference/Year {0}
facet.bedheight.diff.epoch = Bedheight Difference {0}
facet.bedheight.diff.year.raw = Bedheight Difference {0} (raw)
facet.bedheight.diff.height.raw = {0} (raw)
facet.bedheight.diff.height1.raw = Original Height Minuend {0} (raw)
facet.bedheight.diff.height2.raw = Original Height Subtrahend {0} (raw)
facet.bedheight.diff.absolute.raw = Bedheight Difference/Year {0} (raw)
facet.bedheight.diff.epoch.raw = BedHeight Difference {0} (raw)
facet.gauge_discharge_curve.description = Discharge Curve on river {0} and gauge {1}
facet.gauge_discharge_curve.river = Name of the river
facet.gauge_discharge_curve.reference_gauge = Gauge official number
facet.gauge_discharge_curve.gauge_name = Name of the gauge
facet.gauge_discharge_curve.gauge_location = Location of the gauge
facet.morphologic.width = morphologic Width

facet.porosity = {0}

chart.beddifference.height.title = Bedheight Difference
chart.beddifference.height.xaxis.label = {0}-km
chart.beddifference.height.yaxis.label = Difference [cm/year]
chart.beddifference.epoch.title = Bedheight Difference
chart.beddifference.xaxis.label = {0}-km
chart.beddifference.yaxis.label.diff = Difference [cm]
chart.beddifference.yaxis.label.height = Absolute Height [m]
chart.beddifference.year.title = Bedheight Difference
chart.beddifference.yaxis.label.morph = Width [m]
chart.beddifference.yaxis.label.heights = Absolute Height [m]
chart.subtitle.radius = Radius for weighted Average: {0} km

export.csv.header.km = km
export.csv.header.year = year

export.waterlevel.csv.header.km = River-Km
export.waterlevel.csv.header.w = W [{0}]
export.waterlevel.csv.header.q = Q [m\u00b3/s]
export.waterlevel.csv.header.q.desc = Description
export.waterlevel.csv.header.location = Location
export.waterlevel.csv.header.gauge = Reference Gauge
export.waterlevel.csv.meta.result = # Calculation Output - {0} - Waterlevel - FLYS 3
export.waterlevel.csv.meta.creation = # Time of creation: {0}
export.waterlevel.csv.meta.calculationbase = # Calculation base: {0}
export.waterlevel.csv.meta.river = # River: {0}
export.waterlevel.csv.meta.range = # Location/Range (km): {0} - {1}
export.waterlevel.csv.meta.gauge = # Gauge: {0}
export.waterlevel.csv.meta.q = # Q (m\u00b3/s): {0}
export.waterlevel.csv.meta.w = # W (NN + m): {0} - {1}
export.waterlevel.csv.not.in.gauge.range = Outside selected gauge
export.computed.discharge.curve.csv.header.w = W [{0}]
export.computed.discharge.curve.csv.header.q = Q [m\u00b3/s]
export.duration.curve.csv.header.duration = D [Days]
export.duration.curve.csv.header.w = W [{0}]
export.duration.curve.csv.header.q = Q [m\u00b3/s]
export.discharge.longitudinal.section.csv.header.km = River-Km
export.discharge.longitudinal.section.csv.header.w = W [NN + m]
export.discharge.longitudinal.section.csv.header.cw = W corr. [NN + m]
export.discharge.longitudinal.section.csv.header.q = Q [m\u00b3/s]
export.discharge.curve.at.header = Computed discharge curve for {0} {0}-km: {1}
export.discharge.curve.at.gauge.header = Dischargetable for {1}/{0} since {2} datum[{4}] = {3}
export.discharge.curve.at.gauge.calc.header = Computed discharge curve for {0}, gauge: {1} datum[{3}] = {2}
export.historical.discharge.csv.header.timerange = Timerange
export.historical.discharge.csv.header.waterlevel = Waterlevel [cm]
export.historical.discharge.csv.header.discharge = Discharge [m\u00b3/s]
export.historical.discharge.csv.header.diff.q = \u0394Q to reference[m\u00b3/s]
export.historical.discharge.csv.header.diff.w = \u0394W to reference[m\u00b3/s]
export.historical.discharge.csv.header.gaugename = Gauge
export.reference_curve.csv.header.km = km
export.reference_curve.csv.header.w.cm = W (cm at Gauge)
export.reference_curve.csv.header.w.m = W (m + NHN)
export.reference_curve.csv.header.w.q = equiv. Q (m\u00b3/s)

export.waterlevel.pdf.mode = Waterlevel
export.computed.discharge.pdf.mode = Dischargecurve
export.computed.discharge.pdf.calc.mode = Computed Dischargecurve
export.duration.pdf.mode = Durationcurve
export.wdifferences.pdf.mode = W Differences
export.historical.discharge.pdf.mode = Historical Discharge
export.reference_curve.pdf.mode = Reference Curve
export.computed.discharge.pdf.file = /jasper/computed-discharge_en.jasper
export.duration.pdf.file = /jasper/duration_en.jasper
export.waterlevel.pdf.file = /jasper/waterlevel_en.jasper
export.wdifferences.pdf.file = /jasper/wdifferences_en.jasper
export.historical.discharge.pdf.file = /jasper/historical-discharge_en.jasper
export.reference_curve.pdf.file = /jasper/reference_en.jasper
export.reference_curve.pdf.file.gauge = /jasper/reference_en_gauge.jasper
export.reference_curve.pdf.file.gauge.end = /jasper/reference_en_gauge_end.jasper
export.reference_curve.pdf.file.gauge.start.end = /jasper/reference_en_gauge_start_end.jasper
export.flow_velocity.csv.header.km = River Km
export.flow_velocity.csv.header.v_total = v Total Channel
export.flow_velocity.csv.header.v_main = v Main Channel
export.flow_velocity.csv.header.tau_main = Bottom shear stress Main Channel
export.flow_velocity.csv.header.q = Q [m\u00b3/s]
export.flow_velocity.csv.header.locations = Location
export.bedheight_middle.csv.header.km = River km
export.bedheight_middle.csv.header.sounding = Sounding / Epoch
export.bedheight_middle.csv.header.height = middle Bed Height [{0}]
export.bedheight_middle.csv.header.uncertainty = Uncertainty [m]
export.bedheight_middle.csv.header.datagap = Data Gap
export.bedheight_middle.csv.header.soundingwidth = Sounding Width [m]
export.bedheight_middle.csv.header.width = morphological active width [m]
export.bedheight_middle.csv.header.locations = Location

export.sedimentload.csv.header.coarse = Coarse gravel [{0}]
export.sedimentload.csv.header.fine_middle = Fine/Mid. gravel [{0}]
export.sedimentload.csv.header.sand = Sand [{0}]
export.sedimentload.csv.header.susp_sand = Suspended sand [{0}]
export.sedimentload.csv.header.susp_sand_bed = Bed. part suspended sand [{0}]
export.sedimentload.csv.header.suspended_sediment = Suspended sediment [{0}]
export.sedimentload.csv.header.total = Total load [{0}]
export.sedimentload.csv.header.bed_load = Bed load [{0}]
export.sedimentload.csv.header.suspended_load = Suspended load [{0}]

export.sqrelation.csv.info.coeff.a = a: coefficient of transport curve
export.sqrelation.csv.info.coeff.b = b: exponent of transport curve
export.sqrelation.csv.info.qmax = Q max, measured: maximum measured discharge [m\u00b3/s]
export.sqrelation.csv.info.stderr = standard error: natural logarithm of standard deviation
export.sqrelation.csv.info.r2 = r^2: coefficient of determination
export.sqrelation.csv.info.ntot = n total: number of measurements
export.sqrelation.csv.info.noutl = n outliers: number of outliers
export.sqrelation.csv.info.cferguson = CFERGUSON: bias correction (Ferguson, 1986)
export.sqrelation.csv.info.cduan = CDUAN: bias correction (Duan, 1983)
export.sqrelation.csv.info.param.a = Parameter A: transport of fine material (< 0.063 mm)
export.sqrelation.csv.info.param.b = Parameter B: transport of suspended sand (0.063-2 mm)
export.sqrelation.csv.info.param.c = Parameter C: transport of sand (0.063-2 mm)
export.sqrelation.csv.info.param.d = Parameter D: transport of fine and medium gravel (2-16 mm)
export.sqrelation.csv.info.param.e = Parameter E: transport of coarse gravel (> Mittelkies)(16-125 mm)
export.sqrelation.csv.info.param.f = Parameter F: transport of bed load (0.063-125 mm)
export.sqrelation.csv.header.parameter = Parameter
export.sqrelation.csv.header.station = Station
export.sqrelation.csv.header.km = River-Km
export.sqrelation.csv.header.function = Function
export.sqrelation.csv.header.gauge = Gauge
export.sqrelation.csv.header.coeff.a = a
export.sqrelation.csv.header.coeff.b = b
export.sqrelation.csv.header.coeff.q = Q
export.sqrelation.csv.header.coeff.r = r^2
export.sqrelation.csv.header.n.total = n total
export.sqrelation.csv.header.n.outliers = n outliers
export.sqrelation.csv.header.c.duan = C (Duan)
export.sqrelation.csv.header.c.ferguson = C (Ferguson)
export.sqrelation.csv.header.sd = Standard error
export.sqrelation.csv.header.qmax = Q max, measured [m\u00b3/s]
export.sqrelation.pdf.file = /jasper/sqrelation_en.jasper
export.sqrelation.pdf.mode = Load Discharge Relation
export.minfo.bedquality.km = km
export.minfo.bedquality.density_cap = Density Toplayer [t/m\u00b3]
export.minfo.bedquality.density_sub = Density Sublayer [t/m\u00b3]
export.minfo.bedquality.porosity_cap = Porosity Toplayer [%]
export.minfo.bedquality.porosity_sub = Porosity Sublayer [%]
export.minfo.bedquality.bedload = Bedload Diameter [mm]
export.minfo.bedquality.bed_cap = Bed Diameter Toplayer [mm]
export.minfo.bedquality.bed_sub = Bed Diameter Sublayer [mm]
export.minfo.beddifference.km = km
export.minfo.beddifference.diff = Bedheight Difference [cm]
export.minfo.beddifference.diff.pair = Difference pair
export.minfo.beddifference.pdf.file = /jasper/beddifference_en.jasper
export.minfo.beddifference.pdf.title = Bedheight Difference
export.minfo.beddifference.pdf.mode = Bedheight Difference
export.minfo.beddifference.morph1 = Morph. active width minuend [m]
export.minfo.beddifference.morph2 = Morph. active width subtrahend [m]

floodmap.wmsbackground = Background Map
floodmap.riveraxis = River Axis
floodmap.uesk = Floodmap: {0}-km {1,number,####} - {2,number,####} - {3}
floodmap.barriers = Digitized Objects
floodmap.kms = Kilometrage
floodmap.qps = Crosssection Tracks
floodmap.hws = Flood Control Works
floodmap.hws.lines.official = Official Flood Control Works
floodmap.hws.points.official = Official Flood Control Works (points)
floodmap.catchment = Catchment
floodmap.floodplain = Floodplain
floodmap.lines = Lines
floodmap.buildings = Buildings
floodmap.fixpoints = Fixpoints
floodmap.floodmaps = Floodmaps
floodmap.usershape = User data
floodmap.isobath.class = {0,number,#.#} m to {1,number,#.#} m
floodmap.isobath.lastclass = greater {0,number,#.#} m

wsplgen.job.queued = WSPLGEN job in queue.
wsplgen.job.error = An unexpected error while starting WSPLGEN occured.

official.line.found = Found official line for {0} from year {1,date,yyyy} from {2}.

wsp.selected.string = {0}

Mosel = Mosel
Saar = Saar
Elbe = Elbe

state.map.river = River

spline.interpolation.failed = Spline interpolation failed.
cannot.find.w.for.q = Cannot find W for Q = {0,number,#.##}.
cannot.find.q = Cannot find Q = {0,number,#.##}.
no.ws.found = No Ws found.
no.q.found.in.column = No Q found in {0,integer} column.
spline.creation.failed = Spline creation failed.
cannot.find.w.or.q = Cannot find W or Q.
km.not.found = Cannot find km.
cannot.create.wq.relation = Cannot create W/Q relation.
cannot.create.index.q.relation = Cannot create index/Q relation.

w.w.qkm1.failed = Calculating Q for WST index {0,number,#.##} failed.
w.w.wkm1.failed = Calculating W for Q = {0,number,#.##} /  WST index {1,number,#.##} failed.
w.w.qkm2.failed = Calculating Q for WST index {0,number,#.##} failed.
w.w.wkm2.failed = Calculating W for Q = {0,number,#.##} /  WST index {1,number,#.##} failed.

hist.discharge.no.value.in.ref = {0} {1} not in reference table
cannot.find.hist.q.for.w = Cannot find Q for W = {0,number,#.##} in timerange {1, date} - {2, date}
cannot.find.hist.w.for.q = Cannot find W for Q = {0,number,#.##} in timerange {1, date} - {2, date}
cannot.find.hist.q.tables = Cannot find Discharge Tables for given timerange.
cannot.find.hist.q.reftable = Cannot find reference Discharge Table for specified Gauge.

more.than.one.q.for.w = Found more Qs for W = {0,number,#.##}.

extreme_wq_curve = Curve for extreme WQ
extreme_wq_base_curve = Measurement basis for extreme WQ

no.river.selected = No river selected.
no.gauge.selected = No gauge selected.
no.locations.selected = No locations selected.
no.kms.selected = No KMs selected.
converting.ws.to.qs.failed = Converting Ws to Qs failed.
no.wst.for.river = No WST found for selected river.
no.range.found = No range found.
no.gauge.found.for.km = No gauge found for KM {0}.
cannot.create.segments = Cannot create segments.
cannot.compute.discharge.curve = Cannot create discharge curve.
cannot.find.ds = Cannot find Ds.
no.segments.found = No segments found.
no.values.given = No values given.
cannot.interpolate.w.q = Cannot interpolate W/Q.

manualpoints = Manual Points

no.reference.start.km = No reference start station given.
no.reference.end.kms = No reference end station(s) given.
waterlevels = Waterlevels

help.index=${help.url}/OnlineHilfe
help.state.winfo=${help.url}/OnlineHilfe/WINFO
help.state.winfo.river=${help.url}/OnlineHilfe/WINFO#help.state.winfo.river
help.state.winfo.calculation_mode=${help.url}/OnlineHilfe/WINFO#help.state.winfo.calculation_mode
help.state.winfo.location=${help.url}/OnlineHilfe/WINFO#help.state.winfo.location
help.state.winfo.distance_only=${help.url}/OnlineHilfe/WINFO#help.state.winfo.distance_only
help.state.winfo.distance=${help.url}/OnlineHilfe/WINFO#help.state.winfo.distance
help.state.winfo.location_distance=${help.url}/OnlineHilfe/WINFO#help.state.winfo.location_distance
help.state.winfo.wq=${help.url}/OnlineHilfe/WINFO#help.state.winfo.wq
help.state.winfo.wq_adapted=${help.url}/OnlineHilfe/WINFO#help.state.winfo.wq_adapted
help.state.winfo.waterlevel_pair_select=${help.url}/OnlineHilfe/WINFO#help.state.winfo.waterlevel_pair_select
help.state.winfo.reference.curve.input.start=${help.url}/OnlineHilfe/WINFO#help.state.winfo.reference.curve.input.start
help.state.winfo.reference.curve.input.end=${help.url}/OnlineHilfe/WINFO#help.state.winfo.reference.curve.input.end
help.state.winfo.uesk.wsp=${help.url}/OnlineHilfe/WINFO#help.state.winfo.uesk.wsp
help.state.winfo.uesk.dgm=${help.url}/OnlineHilfe/WINFO#help.state.winfo.uesk.dgm
help.state.winfo.uesk.profiles=${help.url}/OnlineHilfe/WINFO#help.state.winfo.uesk.profiles
help.state.winfo.uesk.floodplain=${help.url}/OnlineHilfe/WINFO#help.state.winfo.uesk.floodplain
help.state.winfo.uesk.differences=${help.url}/OnlineHilfe/WINFO#help.state.winfo.uesk.differences
help.state.winfo.uesk.scenario=${help.url}/OnlineHilfe/WINFO#help.state.winfo.uesk.scenario
help.state.winfo.uesk.dc-hws=${help.url}/OnlineHilfe/WINFO#help.state.winfo.uesk.scenario
help.state.winfo.uesk.user-rgd=${help.url}/OnlineHilfe/WINFO#help.state.winfo.uesk.scenario
help.state.winfo.uesk.barriers=${help.url}/OnlineHilfe/WINFO#help.state.winfo.uesk.scenario
help.state.winfo.historicalq.reference_gauge=${help.url}/OnlineHilfe/WINFO#help.state.winfo.historicalq.reference_gauge
help.state.winfo.historicalq.timerange=${help.url}/OnlineHilfe/WINFO#help.state.winfo.historicalq.timerange
help.state.winfo.historicalq.mode=${help.url}/OnlineHilfe/WINFO#help.state.winfo.historicalq.mode
help.state.winfo.function_select=${help.url}/OnlineHilfe/WINFO#help.state.winfo.function_select
help.state.winfo.extreme.percent=${help.url}/OnlineHilfe/WINFO#help.state.winfo.extreme.percent
help.state.winfo.extreme.qinput=${help.url}/OnlineHilfe/WINFO#help.state.winfo.extreme.qinput

help.state.minfo.river=${help.url}/OnlineHilfe/MINFO#help.state.minfo.river
help.state.minfo.calculation_mode=${help.url}/OnlineHilfe/MINFO#help.state.minfo.calculation_mode
help.state.minfo.distance_only=${help.url}/OnlineHilfe/MINFO#help.state.minfo.distance_only
help.state.minfo.bed.year_epoch=${help.url}/OnlineHilfe/MINFO#help.state.minfo.bed.year_epoch
help.state.minfo.sq.location=${help.url}/OnlineHilfe/MINFO#help.state.minfo.sq.location
help.state.minfo.bed.location=${help.url}/OnlineHilfe/MINFO#help.state.minfo.bed.location
help.state.minfo.dischargestate=${help.url}/OnlineHilfe/MINFO#help.state.minfo.dischargestate
help.state.minfo.soundings=${help.url}/OnlineHilfe/MINFO#help.state.minfo.soundings
help.state.minfo.bed.difference_select=${help.url}/OnlineHilfe/MINFO#help.state.minfo.bed.difference_select
help.state.minfo.sq.outliermethod=${help.url}/OnlineHilfe/MINFO#help.state.minfo.sq.outliermethod
help.state.minfo.sq.outliers=${help.url}/OnlineHilfe/MINFO#help.state.minfo.sq.outliers
help.state.minfo.sediment.load.year_epoch=${help.url}/OnlineHilfe/MINFO#help.state.minfo.sediment.load.year_epoch
help.state.minfo.sediment.load.location=${help.url}/OnlineHilfe/MINFO#help.state.minfo.sediment.load.location
help.state.minfo.bed.periods=${help.url}/OnlineHilfe/MINFO#help.state.minfo.bed.periods
help.state.minfo.bed.char_diameter=${help.url}/OnlineHilfe/MINFO#help.state.minfo.bed.char_diameter
help.state.minfo.sediment.load.period=${help.url}/OnlineHilfe/MINFO#help.state.minfo.sediment.load.period
help.state.minfo.sediment.load.epochs=${help.url}/OnlineHilfe/MINFO#help.state.minfo.sediment.load.epochs
help.state.minfo.sediment.load.off_epochs=${help.url}/OnlineHilfe/MINFO#help.state.minfo.sediment.load.off_epochs
help.state.minfo.sediment.load.unit=${help.url}/OnlineHilfe/MINFO#help.state.minfo.sediment.load.unit
help.state.minfo.sq.period=${help.url}/OnlineHilfe/MINFO#help.state.minfo.sq.period


fix.reference.period=Reference period
fix.reference.period.event=Reference event
fix.reference.period.event.short=R
fix.analysis.short=A
fix.analysis.periods=Analysis periods
fix.derivative=Derivative
fix.outlier=Outlier
fix.analysis=Analysis event
fix.deviation=Standard deviation
fix.reference.deviation=Reference deviation
fix.vollmer.wq.curve=Adjusted function
fix.vollmer.wq.outliers=Outliers
fix.vollmer.wq.events=Events
qsectors=Discharge Sectors
fix.mnq=arround MNQ
fix.mq=arraound MQ
fix.mhq=arround MHQ
fix.hq5=over HQ5

chart.fix.deltawt.title=Difference from compensating curve at kilometer {0}
chart.fix.deltawt.subtitle=Water: {0}; Period:  {1,date,short} to {2,date,short}; Reference period: {3,date,short} bis {4,date,short}
chart.fix.deltawt.xaxis.label=Date
chart.fix.deltawt.yaxis.label=\u0394 W(t) [cm]

chart.fix.wq.subtitle=Water: {0}; Period: {1,date,short} to {2,date,short}

chart.fixings.longitudinalsection.title=Longitudinal section

export.fixings.deltawt.csv.header.km=km
export.fixings.deltawt.csv.header.deltaw=\u0394 W [cm]
export.fixings.deltawt.csv.header.q=Discharge [m\u00b3/s]
export.fixings.deltawt.csv.header.w=Waterlevel [m]
export.fixings.deltawt.csv.header.t=Date
export.fixings.deltawt.csv.t.format=yyyy/MM/dd
export.fixings.deltawt.csv.header.time.range=State
export.fixings.deltawt.csv.reference=R
export.fixings.deltawt.csv.analysis=A{0,number,integer}

fix.missing.river=Missing river
fix.missing.from=Missing start km
fix.missing.to=Missing end km
fix.missing.step="Missing step width
fix.missing.function=Missing function type
fix.missing.events=Missing list of events
fix.missing.reference.period=Missing reference period
fix.missing.analysis.periods=Missing analysis periods
fix.missing.qstart.sector=Missing discharge start sector
fix.missing.qend.sector=Missing discharge end sector
fix.missing.prepocessing=Missing info about preprocessing
fix.no.overview.available=No overview available
fix.invalid.function.name=Name of function unknown
fix.too.less.data.colums=Too less data columns for calculation
fix.fitting.failed=Fitting failed
fix.invalid.values=Invalid values
fix.cannot.load.data=Cannot fetch data from database

fix.realize.missing.is.q=No Q value found
fix.realize.missing.segments=Missing values for gauges
fix.no.such.river=River not found
fix.cannot.find.segment=Outside of gauge ranges
fix.cannot.calculate.function=Evaluation of function failed

fix.km.chart.q.sector.border0=(MNQ + MQ)/2
fix.km.chart.q.sector.border1=(MQ + MHQ)/2
fix.km.chart.q.sector.border2=HQ5
fix.km.chart.label.date=yyyy/MM/dd
fix.km.chart.title=Fixings {0} km {1,number,#.###}
fix.km.chart.q.axis=Q [m\u00b3/s]
fix.km.chart.w.axis=W [NN + m]
fix.km.chart.measured=measured
fix.km.chart.interpolated=interpolated

fix.export.at.header = Exported fixings discharge curve for {0} {0}-km: {1}
fix.export.at.gauge.header = Exported fixings discharge curve for {0}, gauge: {1} datum[{3}] = {2}
sq.km.chart.label = Measuring Points
sq.km.chart.title = Measuring Points
sq.km.chart.km.axis = km
sq.km.chart.date.axis = Date
static.sq.river = River
static.sq.station = Station

module.winfo = W-INFO
module.minfo = M-INFO
module.fixanalysis = Fix Analysis
module.new_map = New Map
module.new_chart = New Chart

load_diameter = Bedload Diameter
bed_diameter = Bed Diameter

area.label.template = Area = %s m\u00b3

gauge.discharge.service.chart.title = Discharge Tables at Gauge {0}
gauge.discharge.service.chart.x.title = Q [m\u00b3/s]
gauge.discharge.service.chart.y.title = W [cm]
gauge.discharge.service.chart.series.title = Discharge Curve {0,date,short} - {1,date,short}
gauge.discharge.service.chart.series.title.master = Current Discharge Curve since {0,date,short}

bed.km.chart.label = Sedimentdata
bed.km.chart.title = Sedimentdata SedDB
bedload.km.chart.label = Geschiebedaten
bedload.km.chart.title = Geschiebedatenbestand SedDB

help.state.fix.river=${help.url}/OnlineHilfe/Fixierungsanalyse#help.state.fix.river
help.state.fix.calculation.mode=${help.url}/OnlineHilfe/Fixierungsanalyse#help.state.fix.calculation.mode
help.state.fix.location=${help.url}/OnlineHilfe/Fixierungsanalyse#help.state.fix.location
help.state.fix.period=${help.url}/OnlineHilfe/Fixierungsanalyse#help.state.fix.period
help.state.fix.gaugerange=${help.url}/OnlineHilfe/Fixierungsanalyse#help.state.fix.gaugerange
help.state.fix.eventselect=${help.url}/OnlineHilfe/Fixierungsanalyse#help.state.fix.eventselect
help.state.fix.analysis.referenceperiod=${help.url}/OnlineHilfe/Fixierungsanalyse#help.state.fix.analysis.referenceperiod
help.state.fix.analysis.analysisperiods=${help.url}/OnlineHilfe/Fixierungsanalyse#help.state.fix.analysis.analysisperiods
help.state.fix.analysis.function=${help.url}/OnlineHilfe/Fixierungsanalyse#help.state.fix.analysis.function
help.state.fix.analysis.preprocessing=${help.url}/OnlineHilfe/Fixierungsanalyse#help.state.fix.analysis.preprocessing
help.state.fix.analysis.compute=${help.url}/OnlineHilfe/Fixierungsanalyse#help.state.fix.analysis.compute
help.state.fix.vollmer.function=${help.url}/OnlineHilfe/Fixierungsanalyse#help.state.fix.vollmer.function
help.state.fix.vollmer.preprocessing=${help.url}/OnlineHilfe/Fixierungsanalyse#help.state.fix.vollmer.preprocessing
help.state.fix.vollmer.qs=${help.url}/OnlineHilfe/Fixierungsanalyse#help.state.fix.vollmer.qs
help.state.fix.vollmer.compute=${help.url}/OnlineHilfe/Fixierungsanalyse#help.state.fix.vollmer.compute

http://dive4elements.wald.intevation.org